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Thermodynamic Models and Property Estimation

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Title: Thermodynamic Models and Property Estimation


1
Thermodynamic Models and Property Estimation
  • Pan American Advanced Study Institute
  • Workshop on Innovative Approaches to the In-situ
    Assessment and Remediation of Contaminated Sites
  • Rio de Janeiro, Brazil
  • July 23 August 3, 2002
  • Professor Kalliat T Valsaraj
  • Gordon A. and Mary Cain Department of Chemical
    Engineering
  • Louisiana State University, Baton Rouge, LA 70803

2
ENVIRONMENTAL COMPARTMENTSEquilibrium, Reaction
Rates and Mass Exchange.
3
EQUILIBRIUM COMPARTMENTS OF CONCERN
  • Pure Substance (different phases)
  • Air (atmosphere, soil pores, sediment pores)
  • Water (ground water, surface water, aerosols)
  • Soil/solids (aerosols, soils, sediments,
    adsorbents)
  • Biota (organisms, specific organs)
  • Vegetation (plants)
  • Non-aqueous liquids (oils, lipids)
  • Colloids (dissolved organic carbon, particulates)

4
Thermodynamic Criteria for Equilibrium Between
Phases
  • Chemical potential (?) is an indicator for a
    molecule to move from state a to state b
    identical to hydrostatic potential for fluid
    flow, electrostatic potential for charge flow,
    gravitational potential for mechanical work .
  • Chemical potential is the free energy per mole
    available to do chemical work (reactions,
    transport between phases).
  • Equality of chemical potential between phases
    means equilibrium between phases.
  • Chemical potential is an elusive quantity and is
    only indirectly measured.
  • GN Lewis proposed the property fugacity (f) as
    more amenable for equilibrium calculations, since
    it is directly measurable.

5
Equilibrium, Chemical Potential and Fugacity
?AG gt ?AL ? G to L transfer feasible
A in the Gas Phase
?AG lt ?AL ? L to G transfer feasible
?AG
?AG ?AL ? Equilibrium
?AL
Fugacity, f ? exp (?/RT)
A in the Liquid Phase
fAG fAL ? Equilibrium
6
Fugacity What is it?
  • It is derived from the Latin term fugere which
    literally means to flee. As such, it measures
    the escaping tendency of a molecule from a phase.
    It has units of pressure.
  • If fugacity in two phases is the same then the
    molecule has reached equilibrium between the
    phases.
  • The above thermodynamic criterion allows us to
    obtain the ratios of concentrations at
    equilibrium in a variety of cases.

7
Fugacity Definition for Different Phases.
  • Fugacity for a gas defined as fi yi ?i P ,where
    yi is the mole fraction of i, ?i is called the
    fugacity coefficient and P is the total pressure.
    For ideal gases ?i 1 and fugacity is the same
    as partial pressure.
  • Fugacity for a liquid or solid defined as fi ?i
    xi fi0 where xi is the mole fraction in the
    liquid or solid phase, ?i is the activity
    coefficient (representing the deviation from
    ideality) and fi0 is called the reference
    fugacity. For ideal liquids or solids, ?i 1,
    fi0 P, the pure component vapor pressure and
    fugacity is xiP (Raoults law).

8
An Example Gas-Liquid Equilibrium
  • Characterized by equal fugacity.
  • yi ?iP ?i xi fi0 ? yi / xi ?i fi0 / ?iP .
  • The ratio yi / xi is called the equilibrium
    constant.
  • Note that mole fractions y and x are proportional
    to concentrations.

9
EQUILIBRIUM PARTITION CONSTANT
  • Definition

Equilibrium Partition Constant characterizes the
ratio of concentrations of a compound between
any two phases at equilibrium. Keq Ci /
Cj Where Ci and Cj represents the concentration
in the respective phases at equilibrium. The
concentrations may be expressed in various units
appropriate to each phase. Hence the equilibrium
partition constant may have dimensions or be
dimensionless.
10
Concentration Units
  • Solute in vapor phase partial pressure (pa /
    atm), molar or mass concentration (Ca / mol.m-3
    or mg.m-3), vapor phase mole fraction (y).
  • Solute in liquid phase molar or mass
    concentration (Cw / mol.m-3, or mol. L-1 or
    mg.m-3, or mg.L-1 ), weight fraction, mole
    fraction (x).
  • Solute in solid phase, colloids or biota mass
    of compound per unit unit mass of solid, colloid
    or biota (W / mg.kg-1), weight fraction.

11
Air-Water Equilibrium(Henrys Law)
  • (fi)a (fi)w
  • (yi?iP) (xi?iPi)
  • Note for ideal gas (air) ?i 1 and for compound
    i in water, Pi is the pure component vapor
    pressure. Therefore, yi P xi ?iPi.
  • Since yiP Pi represents the partial pressure
    (concentration) in the air and xi represents the
    mole fraction (concentration) in the water, the
    ratio Pi/xi Hi is the equilibrium constant for
    air-water system. This is called the Henrys
    constant.
  • Note that Hi is given by ?iPi.
  • For most organic compounds that are sparingly
    soluble in water, ?i can be replaced by its value
    at saturation solubility in water, ?i which is
    also given by the reciprocal of the mole fraction
    solubility. In other words, ?i 1/ xi.
    Therefore, Hi Pi / xi.

12
Example Benzene in Air-Water Systems
  • Saturation solubility in water at 25 C 1,780
    g.m-3
  • xi (1,780/78)/(106/18)(1,780/78) 4.1 x
    10-4
  • Hence, ?i 1/ xi 2,437.
  • Saturation vapor pressure, Pi 0.125 atm.
  • Hence, Hi (2,437)(0.125) 304 atm.
  • Henrys law constant can also be expressed in
    various other forms.
  • Note that to obtain H we need literature data on
    both vapor pressure and saturation aqueous
    solubility.

13
Different Forms of Henrys Law
  • Definition SI units Relationship to ,i
  • ,i Pi/xi Pa --
  • ,c Cig/CiR dimensionless ,cvw/ RT,i
  • ,x yi/xi dimensionless ,x va/ RT ,i
  • ,a Pi/CiR Pa.m3.mol-1 ,a vw/,i
  • Note vw is the partial molar volume of water (
    0.018 R/mol at 298K) and va is the partial
    molar volume of air ( 22.4 R/mol at 298K)..
    Cig and CiR are respectively the molar
    concentrations of solute in the gas and liquid
    phases. yi is the mole fraction of solute i in
    the gas phase.

14
Estimation of Vapor Pressure
  • Antoine equation ln P A B / (t C)
  • Compound Range of t A B C
  • (EC)
  • chloroform -35 to 61 6.493 929.4 196.0
  • benzene 8 to 103 6.905 1211.0 220.
  • biphenyl 69-271 7.245 1998.7 202.7
  • naphthalene 86-250 7.010 1733.7 201.8
  • tetrachloroethylene 37-120 6.976 1386.9 217.5
  • pyrene 200-395 5.618 1122.0 15.2
  • p-dichlorobenzene 95-174 7.020 1590.9 210.2
  • pentafluorobenzene 49-94 7.036 1254.0 216.0
  • nitrogen 7.345 322.2 269.9
  • carbondioxide 9.810 1347.7 273.0
  • hydrogen peroxide 7.969 1886.7 220.6
  • ammonia 9.963 1617.9 272.5
  • sulfur dioxide 7.282 999.9 237.2

15
Vapor Pressure Estimation - Continued
  • Liquids at room temperature ln Pl ? 19
    1-Tb/T 8.5 ln (Tb/T)
  • Solids at room temperature Correction needed
    for sub-cooled liquid. ln (Ps/Ps(l)) ? - 6.8
    Tm/T 1
  • Tb is the boiling point of the liquid, Tm is the
    melting point of the solid.

16
Vapor Pressure Estimation
17
Estimation of Aqueous Solubility
  • Remember that for sparingly soluble organic
    compounds, xi 1 / ?i . Hence estimation of
    mole fraction solubility is through activity
    coefficient determination.
  • Activity coefficient correlated to the following
  • 1. Solute size (molecular area, molecular volume)
  • 2. Hydrophobicity indicator (Octanol-water
    partition constant)
  • 3. Solute property (normal boiling point)
  • 4. Group Contribution methods (UNIFAC)

18
Aqueous Solubility Correlation with Molecular Area
19
Aqueous Solubility Correlation with Molecular
Volume
20
Aqueous Solubility Correlations with
Octanol-Water Partition Coefficients
21
Aqueous Solubility from Group Contribution Methods
22
Estimation of Octanol.-Water Partition Constants
  • Octanol-Water partition constant is a measure of
    the degree of hydrophobicity of a compound. In
    other words, it is a measure of the activity
    coefficient in water.

23
Estimation of Octanol-Water Partition Constant
from Group Contributions
  • Log Kow ?bj ?Bk
  • Tables of data available for fragment constant bj
    and structural factor Bk
  • Comprehensive Sources
  • 1. C Hansch and A Leo Exploring QSAR, American
    Chemical Society Professional Reference Books,
    ACS, Washington , DC (1995).
  • 2. C Hansch, A Leo and D Hoekman Exploring QSAR
    Hydrophobic, Electronic and Steric Constants,
    ACS Professional Books, ACS, Washington, DC
    (1995).

24
Estimation of Henrys Constants from Bond and
Group Contribution Methods
  • Bond Contribution Scheme Assigns values to each
    bond and sums up the contributions. Reference J
    Hine and P K Mookerjee. Journal of Organic
    Chemistry, Vol. 40, 292- 298 (1975).
  • Group Contribution Scheme Breaks up molecule
    into groups, assigns values to each group and
    adds up the contributions. Reference W H Meylan
    and P H Howard. Henrys Law Constant Program,
    Lewis Publishers, Boca Raton, FL (1992).

25
Example H from Bond Contribution
26
Experimental Values of Henrys Constants
Caution!!
27
? A Word of Caution About Physico-chemical Data
Original (a) SW data 9note log scsle), and (b)
log KOW data for DDT (18-25C) plotted as a
function of Publication date (modified from
Pontolillo and Eganhouse, 2001). Double-headed
arrows correspond to data published as a range
of solubilities. Single-headed arrows indicate
data published as maximum solubilities.
28
Factors that Effect Experimental Values of Hi
  • Temperature
  • Co-solvents
  • Colloids and Particulates
  • pH (for ionic solutes)
  • Ionic strength
  • Note These effects through their influence on
    aqueous solubility (activity coefficient).

29
Soil-Water Partition Constant
30
Soils and Sediments have Similar Composition ?
31
Soil-Water Partition Constant - Definition
  • Ksw (L.kg-1) (W mg solute per kg sorbent) /
    (Cw mg solute per liter of solution)
  • Ksw has two contributions (1) mineral surface
    area, (2) Organic carbon fraction on minerals.
  • Ksw ?min Sa Kmin ?oc Koc
  • In most cases Ksw ?oc Koc, since organic carbon
    dominates partitioning.
  • Note that Koc represents the organic carbon
    normalized partition constant and is reasonably
    constant for a chemical over all types of soils
    and sediments.

32
Ksw is correlated to Kow (hydrophobic indicator)
33
Ksw correlated to Cw
Log Koc a b log Cw
Correlation a b r2 Note
Kenaga and Goring 3.64 -0.55 0.71 Cw in
mg/L Karickhoff et al 0.44 -0.54 0.94 Cw in
mole fraction Chiou et al 4.277 -0.557 0.99 Cw
?moles/L
34
Koc Estimation from Correlations Caution!!
  • Example benzene (aqueous solubility 1,780
    mg/L).
  • Kenaga-Goring correlation 71 mL/g
  • Karickhoff et al correlation 186 mL/g
  • Chiou et al correlation 71 mL/g
  • Variability a factor of 2
  • Experimental Value 83 mL/g

35
Mineral Matter Contribution to Ksw
36
Factors that Effect Ksw
  • Colloids in the aqueous phase
    KocKoco/(1CcKc). Note Koco is the soil
    OC-water partition constant without colloids, Cc
    is the colloid concentration, Kc is the
    colloid-water partition constant for contaminant.
    Typically Kc ? Koco. Increased colloid
    concentration decreases partitioning to sediment
    (soil).
  • Co-solvents in the aqueous phase ln (Koc/Koco)
    - 0.5 (?? /kBT)(HSA) ?c, Note ?? is the
    difference in surface tension between water and
    pure co-solvent, HSA is the hydrophobic area of
    the solute, ?c is the co-solvent volume fraction.

37
Factors that Effect Ksw Continued(Ionizable
Organics, f(pH))
Pentachlorophenol partitioning to soil Lee et al,
1990
38
Sources of Koc
  • Lyman et al (1990) Handbook of Chemical Property
    Estimation Methods, ACS, Washington, D.C.
  • Boethling and Mackay (2000) Handbook of Property
    Estimation Methods for Chemicals Environmental
    and Health Sciences, Lewis Publishers, Boca
    Raton,FL.
  • J H Montgomery (1996) Groundwater Chemicals Desk
    Reference, Second Edition, CRC Lewis, Boca Raton,
    FL.
  • C L Yaws (1999) Chemical Properties Handbook,
    McGraw Hill, NY.
  • M Reinhard and A Drefahl (1999) Handbook for
    Estimating Physicochemical Properties of Organic
    Compounds Toolkit on CDROM, John Wiley, NY.

39
Biota-Water Partition Constant
KBW CiB / CiW, where CiB is the mass of
pollutant per mass of the organism.
Most of the pollutant is associated with the
lipid mass of the organism.
Since octanol is a good surrogate for the lipid
content, KBW is correlated with the
octanol-water partition constant. Log KBW a
log Kow b.
40
Bioconcentration Factor Another name for
Biota-water Partitioning
  • (fw) (fj) where j represents any one
    compartment within the organism.
  • Thus, for biota-water Cwvw?wfo Cjvj?jfo
  • Note that CB ? Cj
  • Similarly for the octanol-water system Cwvw?wfo
    Covo?ofo.
  • Leads to KBW Constant . Kow

41
Correlation to Estimate KBW
42
Soil (Sediment) Air Partition Constant
43
Soil (Sediment) - Air Partition Constant
  • Dry soil - lt 2 w/w water content - Soil
    sorption controlled by air-soil partitioning -
    BET multilayer adsorption S shaped isotherm.
  • Damp soil - 2 5 water content - Soil
    sorption from mixed phases (air-soil-water).
  • Wet soil - gt 5 water content Soil sorption
    controlled by water-soil partitioning
    Vaporization controlled by water vapor
    partitioning - Soil to Water to Air pathway.
  • Contaminant partial pressure in soil air Wet
    soil gtgt Damp soilgtgt Dry soil.

44
Equations for Estimating Soil (Sediment)-Air
Partition Constants
  • Dry soil - KSA (KL/ Ca) Wimax
  • Damp soil KSA (KL/ Ca) Wimax 1 - ?w
  • Wet Soil - KSA Ksw / Kaw
  • KL Langmuir adsorption constant for
    contaminant.
  • Ca - Saturation vapor concentration of
    contaminant.
  • Wimax - monolayer adsorption capacity for
    contaminant on soil
  • ?w - fractional soil surface coverage by water.
  • KSW soil-water partition constant for
    contaminant.
  • KAW dimensionless molar concentration ratio
    Henrys constant for contaminant between air and
    water.

45
Relative Magnitudes of Sediment-Air Partition
Constants for Different Moisture Sediments.
46
Air-to-Vegetation Partition Constant
  • Plant surfaces have wax or lipid layers to
    prevent excessive evapo-transpiration. They also
    accumulate organic compounds.
  • Partition constant defined as KVA Wv/(?LCa)
  • Wv is concentration in vegetation (ng/g dry
    weight), ?L is the lipid content (mg/g dry
    weight) and Ca is the atmospheric concentration
    of contaminant (ng/m3).

47
Correlations for KVA as f(T)
48
Non-Aqueous Liquids and Equilibrium
  • NALs prevalent in the environment in groundwaters
    and sediments.
  • Both NAL air and NAL water interfaces are
    important to recognize.
  • Can use the principle of equal fugacity at
    equilibrium to derive the concentrations in the
    adjacent medium.

49
NAL Water Equilibrium
  • Example gasoline-water system.
  • fi xiw?iwfil,o xio?iofil,o
  • If NAL is ideal ?io is 1.
  • For pure i, saturation solubility in water is xi
    1/ ?i. If interaction in water is small ?iw ?
    ?i.
  • Hence, xiw / xi xio

50
NAL Equilibrium Example Benzene from gasoline
into water
  • Gasoline benzene mole fraction xio , activity
    coefficient, ?io ? 1 (ideal solution) and 1.5 (
    theoretical derived from the Scatchard
    Hildebrand theory considering octane properties
    for gasoline).
  • Water mole fraction of benzene xiw, activity
    coefficient, ?io ? 2,400 based ib saturation
    solubility in water.
  • For ideal solution, ?io 1. Hence, xio
    (2,400/1 ) (xiw).
  • Assume gasoline contains 1 benzene (vol ? wt ,
    average mole. Wt of gasoline 100)
  • xio (0.01/78)/(0.99/100)(0.01/78) 0.013
  • xiw 0.013/2,400 5.3 x 10-6
  • Ciw xiw (106/18) 78 23 g/m3
  • Note that for non-ideal solution with ?io
    1.5, Ciw 35 g/m3.

51
NAL Spill scenario
52
NAL Air Equilibrium
  • Example gasoline-air system.
  • fi yiP xio?iofil,o . Note fil,o P.
    Reference fugacity for gas phase is P 1 atm.
  • If NAL is ideal ?io is 1.
  • Hence, yi xio (P/P). This is Raoults law.
  • Note that the above is valid only if NAL mixture
    is composed of similar organics. E.g. hexane in
    mixture of n-alkanes. BTEX in gasoline is
    marginally ideal.

53
Colloids in Natural Water
54
Colloid -Water Equilibrium
Diffusion from Sediment Bed to Overlying Water.
55
Colloid - Water Equilibrium
Volatilization from a Contaminated Water Body.
56
Colloid -Water Equilibrium
  • KC represents the equilibrium concentration ratio
    of contaminant between colloid and water.
  • In most cases, since colloids in water are mostly
    high molecular weight dissolved macromolecular
    species (humic and fulvic acids), KC KOC.
  • Transport into overlying water is facilitated by
    colloids in a sediment-water system. Deff Ds
    DCKCCC.
  • Volatilization from a water body is reduced since
    effective water concentration is reduced by
    colloids. Cw,eff Cw /1 KCCC.

57
Colloid Water Partition Constants
58
Applications of Equilibrium Partition Constants
for Environmental Calculations
  • Mackay (1979) first suggested the use of fugacity
    based models to estimate the partitioning of
    chemicals between environmental compartment.
  • To relate fugacity (Pa) to concentration (mol.
    m-3) in each compartment, a fugacity capacity, Z
    (mol.m-3. Pa-1) is defined
  • Z C / f
  • A table of values for Z for various compartments
    were generated in which each of the respective
    equilibrium partition constants were provided.

59
Fugacity Capacity Definition
60
Fugacity Level I Model
  • Once the fugacity capacities are known for
    individual compartments, the mean Z value can be
    determined by multiplying the respective Zj value
    with the volume of the compartment (vj) and
    summing over all compartments, ie., ?vjZj
  • If the total mass of the compound (M, mol) or
    chemical input or inventory in all the
    compartments is known, M ?mj, then the
    fugacity of the compound is given by
  • f M / ?vjZj
  • The respective individual concentration in each
    compartment is then given by
  • Cj f Zj

61
Fugacity Level I - Example
  • Consider an evaluative environment consisting of
    air, water, soil and sediment.
  • The volumes of the phases are Air 6x109 m3,
    Water 7x106 m3, Soil 4.5x104 m3 and Sediment
    2.1x104 m3.
  • The properties for pyrene are Henry's constant
    0.9 Pa.m3.mol-1 Kd (soil) 1.23x103 R.kg-1 Ds
    (for sediment and soil) 1.5x10-2 kg.R-1 Kd
    (sed) 2.05x103 R.kg-1.
  • Let the temperature be 300K and the total
    inventory of pyrene be 1000 mol.
  • Determine the equilibrium distribution of a
    hydrophobic pollutant such as pyrene in this four
    compartment model.

62
Fugacity Level I Example Continued
  • Step 1 Calculate the fugacity capacity Z as
    follows
  • Air Z1 1/RT 1/(8.314 x 300) 4 x 10-4
  • Water Z2 1/H 1/0.89 1.1
  • Soil Z3 KdDs/H (1.23x103)(1.5x10-2)/0.89
    20.7
  • Sediment Z4 (2.05x103)(1.5x10-2)/0.89 34.5
  • Step 2 Calculate the fugacity f
  • f M / ? vj Zj 1000/1.2x107 8.5x10-5 Pa

63
Fugacity Level I Model - Continued
  • Step 3 Calculate the concentrations in each
    phase, Cj
  • Cair fZ1 3.4 x 10-8 mol.m-3
  • Cwater fZ2 9.4 x 10-5 mol.m-3
  • Csoil fZ3 1.7 x 10-3 mol.m-3
  • Csediment fZ4 2.9 x 10-3 mol.m-3
  • Step 4 Calculate the total mass of pyrene in
    each compartment,mj
  • mair Cairvair 205 mol
  • mwater Cwatervwater 658 mol
  • msoil Csoilvsoil 76 mol
  • msediment Csedimentvsediment 61 mol
  • Conclusion The largest fraction (65.8) of
    pyrene is in water. The next largest fraction
    (20.5) resides in the air. Both sediment and
    soil environments contain less than 10 of pyrene
    each.

64
Fugacity Level II and III Models
  • Level II is the next higher level in fugacity
    models. It considers inflows and outflows from
    each compartment, but assumes equilibrium
    distribution of chemicals across all
    compartments.
  • Level III relaxes the assumption of equilibrium
    distribution in all compartments and considers
    mass transfer rates between compartments.
  • Level III model is widely used in a number of
    equilibrium partitioning calculations in the
    environmental context.
  • All models are available in user friendly
    versions at the web site http//www.trentu.ca/cem
    c.
  • The book by D Mackay Multimedia Environmental
    Models The Fugacity Approach, Second Edition,
    Lewis Publishers, Boca Raton, FL (2001) provides
    more details.

65
Comprehensive Sources of Physicochemical Property
Data
66
Books on Property Estimations
  • M Reinhard and A Drefahl Handbook for Estimating
    Physicochemical Properties of Organic Compounds
    Toolkit on CDROM, John Wiley, NY (1999).
  • B E Poling, J M Prausnitz and J P OConnell The
    Properties of Gases and Liquids, Fifth Edition,
    McGraw Hill, NY (2000).
  • K T Valsaraj Elements of Environmental
    Engineering Thermodynamics and Kinetics, Second
    Edition, CRC/Lewis Publishers, Boca Raton, FL
    (2000).
  • P M Boethling and D Mackay Handbook of Property
    Estimation Methods for Chemicals, Lewis
    Pubishers, Boca Raton, FL (2001).
  • W J Lyman, W F Reehl and R H Rosenblatt Handbook
    of Chemical Property Estimation Methods, ACS,
    Washington, DC (1990).
  • R P Schwarzenbach, P M Gschwend and D M Imboden
    Environmental Organic Chemistry, John Wiley, NY
    (1993).
  • R Baum Chemical Property Estimation Theory and
    Applications, Lewis Publishers, Boca Raton, FL
    (1998).

67
Web Sites for Environmental Property Data
  • http//www.chemfinder.camsoft.com
  • http//www.webbook.nist.gov
  • http//www.syrres.com
  • http//www.epa.gov
  • http//www.dep.state.pa.us/physicalproperties
  • http//www.cas.org/online/dbss/dipprss.html
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